The Effects of Centripetal and Coriolis Forces on the Dynamic Response of Light Bridges Under Moving Loads

DOI10.1177/107754630100700301zbMath1006.74512OpenAlexW1978509146MaRDI QIDQ4786667

George T. Michaltsos, Anthony N. Kounadis

Publication date: 17 March 2003

Published in: Journal of Vibration and Control (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1177/107754630100700301

Mathematics Subject Classification ID

Rods (beams, columns, shafts, arches, rings, etc.) (74K10) Vibrations in dynamical problems in solid mechanics (74H45)

Related Items (7)

Moving loads on flexible structures presented in the floating frame of reference formulation ⋮ Modelling and transient planar dynamics of suspended cables with moving mass ⋮ On the parametric excitation of a Timoshenko beam due to intermittent passage of moving masses: instability and resonance analysis ⋮ Simplified modeling of beam vibrations induced by a moving mass by regression analysis ⋮ Dynamic responses of Euler-Bernoulli beam subjected to moving vehicles using isogeometric approach ⋮ A comparison of dynamic responses of three versions of moving load problem involving elastic rectangular plates ⋮ Automated Finite Element Analysis of Complex Dynamics of Primary System Traversed by Oscillatory Subsystem

Cites Work

• The axial motion effect on the dynamic response of a laterally vibrating frame subject to a moving load
• THE EFFECT OF A MOVING MASS AND OTHER PARAMETERS ON THE DYNAMIC RESPONSE OF A SIMPLY SUPPORTED BEAM
• Forced motion of a simple frame subjected to a moving force

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